PMT16-02671 City of Menifee Permit No.: PMT16-02671
29714 HAUN RD.
l( � CCELJ—%. MENIFEE,CA 92586 Type: Pool/Spa-Residential
MENIFEE Date Issued: 0811612016
PERMIT
Site Address: 29616 ROCK CANYON RD, MENIFEE, CA Parcel Number: 340-461-009
92584 Construction Cost: $16,800.00
Existing Use: Proposed Use:
Description of INSTALL FIBERGLASS POOL,80 SF
Work:
Owner Contractor
JOSEPH TAYLOR
29616 ROCK CANYON ROAD
MENIFEE,CA 92584
Applicant License Number:
JOSEPH TAYLOR
29616 ROCK CANYON ROAD
MENIFEE,CA 92584
Phone:6264753193
Fee Description ON Amount(S)
Swimming Pool/In-Ground Spa 1 467.00
Building Permit Issuance 1 27.00
GREEN FEE 1 1.00
SMIP RESIDENTIAL 1 3.00
General Plan Maintenance Fee-Electrical 1 23.35
$521.35
The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and
specifications or from preventing builiding operations being carded on thereunder when in violation of the Building Code or of any other
ordinance of City of Menifee.Except as otherwise staled,a permit for construction under which no work is commenced within six
months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be
forfeited.
AA_aldg_Permit_Template.rpt Page 1 of 1
CITY OF MENIFEE
LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects
wit a licensed contractor(s)pursuant to the Contractors State License Law).
I hereby affirm under penalty of perjury that I am under provisions of
Chapter9(commencing with section 700D)of Division 3 of the Business and 1 am exempt from licensure under the Contractor's State License Law for
Professions Code and my license is In full force and effect the following reason: r -%--r kp )Z K -
License Class License No. By my signature below I acknowledge that,except for my personal residence
Expires Signature in which I must have resided for at least one year prior to completion of
improvements covered by this permit.I cannot legally sell a structure that I
WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by
❑I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section
have and will maintain a certificate of consent of self-insure for worker's 7044 of the Business and Professions Code,is available upon request when
compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following webske:
by Section 3700 of the Labor Code,for the performance of work for which vvww.IeEinfcca.govA0w.htmI.
this permit is issued.
Policy# - � Date t�— ((¢—�/f&
PRO15ERTY OWNER OR AUTHORIZED AGENT
o I have and will maintain worker's compensation insurance,as required by
section 3700 of the Labor Code,for the performance of the work for which o By my signature below I certify to each of the following:I am the property
this permit is issued.My worker's compensation insurance carrier and policy owner or authorized to act on the property owner's behalf.I have read this
number are: application and the information I have provided is correct.I agree to comply
with all applicable city and county ordinances and state laws relating to
Carder building construction.I authorize representatives of this city or county to
Policy# Expires enter the above i elit'fied property for inspection purposes.
(This section need not to be completed is the permit is for one-hundred Date o " (�--�(�
dollars($100)or less PE TY OWNER OR AUTHORIZED AGENT
o I certify that in the performance of the work for which this permit is issued,
I shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE p A-
workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION
subject to the worker's compensation provisions of Section 3700 of the Labor
Code,I shall forthwith comply with those provisions. Will the applicant or future building occupant handle hazardous material or a
mixture containing a hazardous material equal to or greater that the
Applicant Date amounts specified on the Hazardous Materials Information Guide?
WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS o Yes o No
UNLAWFUL,AND SHALL SUBIECTAN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South
ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist
IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guidelines
CONSTRUCTION LENDING AGENCY oYes ❑No
I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the
lending agency for the performance of the work which this permit is issued outer boundary of school?
(Section 3097 Civil Code) o Yes o No
OWNER BUILDER DECLARATIONS 1 have read the Hazardous Material Information Guide and the SCAQMD
permitting checklist.I understand my requirements under the State of
I hereby affirm under penalty of perjury that I am exempt from the California Health&Safety Code,Section 25505 and 25534 concerning
Contractor's License Law for the reason(s)indicated below by the hazardous material reporting.
checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 oyes ❑No
Business and Professions Code).Any city or county that requires a permit to Date
construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWNER OR AUTHORIZED AGENT
issuance,also requires the applicant for the permit to file a signed statement
that he or she is licensed pursuant to the provisions of the Contractor's State EPA RENOVATION.REPAIR AND PAINTING(RRPI
License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors
Business and Professions Code)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978
and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified(inns and comply with
an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property
than($500). managers who do the paint-disturbing work themselves or through their
ipr',as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit:
compensation,will do( )all of or( )portion of the work,and the structure is www.eoa.eov/lead or contact the National Lead Information Center at
not intended or offered for sale.(Section 7044,Business and Professions 1-80D-424-LEAD(5323).
Code;The Contractor's State License Law does not apply to an owner of a o An EPA Lead-Safe Certified Renovator will be responsible for this project
property who,through employees'or personal effort,builds or Improves the
property provided that the improvements are not intended or offered for Certified Firm Name:
sale.If,however,the building or improvement is sold within one year of Firm Certification No:
completion,the Owner-Builder will have the burden of proving that it was
not built or improved for the purpose of sale. o No EPA Lead-Safe Certified Firm is required for this project because:
o I,as owner of the property am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP
Acknowledgement
BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION
Menifee
DATE - - Zp t PERMIT/PLAN CHECK NUMBER
TYPE: O COMMERCIAL CKESIDENTIAL O MULTI-FAMILY O MOBILE HOME O POOL/SPA O SIGN
SUBTYPE: O ADDITION "ALTERATION O DEMOLITION O ELECTRICAL O MECHANICAL
O NEW O PLUMBING O RE-ROOF-NUMBER OF SQUARES
DESCRIPTION OF WORK T7q c—(— 24.0 S c-z
PROJECTADDRESS Z 2U,--,k GGC-IU b1v
ftr _' Building & Safety Dep
ASSESSOR'S PARCEL NUMBER �ljL�—' - Lit LOT TRACT
OWNER NAME E (Z AUG 6 2016
ADDRESS (0
Reeeeved-
PHONE 626 y-7 �5 ' 314 3 EMAIL cia� '-
APPLICANT NAME C 4N(`eCA
ADDRESS SQCp I'G iU O 6- 0 YZ
PHONE EMAIL
CONTRACTOR'S NAME OWNER BUILDER? YES ONO
BUSINESS NAME
ADDRESS
PHONE EMAIL
CONTRACTOR'S STATE LIC NUMBER LICENSE CLASSIFICATION
VALUATION$ t !>J SO FT pn L SQ FT
APPLICANT'S SIGNATURE DATE
_ d o _-
DEPARTMENT DISTRIBUTION /� CITY OF MENIFEE BUSINESS UCENSE NUMBER
BUILDING PLANNING ENGINEERING FIRE GREEN SMIP p
INVOICE PAID AMOUNT r,
CASH CHECK C7 CREDIT CARD VISA/MC
AMOUNT 5@,
PLAN CHECK FEES PAIDAMOUNT 0CASH 0CHECK# 0 CREDIT CARD VISA/MC
OWNER BUILDER VERIFIED O YES O NO OIL NUMBER NOTARIZED LETTER O YES O NO
City of Menifee Building&Safety Department 29714 Houn Rd. Menifee, CA 92586 951-672-6777
www.cityofinenifee.us Inspection Request Line 951-246-6213
pity of Menifee
Building&Safety Dept.
CALIFORNIX-.' DC llIAL
AUG 16 2016
� r SSe
cP 0 310 312 0 2 0 ENDN Received
,,. LH TAYLOR -
�+ PH JOSEPH LAWRENCE
29616 ROCK CANYON RD
MENIFEE,CA 925
Doe 03103/1973
'RSTR 50 r G3t1$73
SIX M HACWEYES BLU
HGT S10" WGT 2604b I58
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be
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1 Most Widely Accepted and Trusted
E
-fCC ES` Report ESR 1142
ICC_E5._ 800) 423 6587 j (562) 699 0543 j www.icc es.org Reissued 07/2015
_ This report is subject to renewal 07/2016.
DIVISION: 13 00 00—SPECIAL CONSTRUCTION
SECTION: 13 11 13—BELOW-GRADE SWIMMING POOLS
citOf menitoo
Buil ng
d & Safety Dept. r
AUG 16 2096
CITY OF MENIFEE REPORT HOLDER:
BUILDING AND SAFETY DEPARTMENT -HecelVad l rn v
PLAN APPROVAL HAWAIIAN FIBERGLASS POOLS, INC.
NC/V� I�10 17031 MUSKRAT AVENUE
REVIEWED BY (� TO, CALIFORNIA 92301 _ 9
--------
*Approval dthm 03FIs shall not be construed to be a pei",or fWALUATI ON SUBJECT:
approval of,any violation of any provisions of the Wed,SM or dty
regulations and ordinances. This set of approved E&'DMV VIMMING POOL SHELLS
jobsite until completion.
ICC ICC
ICC � c
c ` PMG � ISTED
Look for the trusted marks of Conformityl ��
R
"2014 Recipient of Prestigious Western States Seismic Policy Council M
twMik
WSSPC Award in Excellence" 1NTIMMOeAL
A Subsidiary of CODECONNLIL
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not
specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a
recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as
to any finding or other matter in this report, or as to any product covered by the report. aa „eccw
Copyright 0 2015
c
ICC EVALUATION
c SERVICE
ICC-ES Evaluation Report ESR-1142
Reissued July 2015
This report is subject to renewal July 2016.
www.icc-es.ora 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council®
DIVISION: 13 00 00—SPECIAL CONSTRUCTION Notice: The pool shells are designed to remain full of
Section: 1311 13—Below-Grade Swimming Pools water at all times. The shell may be damaged if the water
level is allowed to drop more than 3 inches below the
REPORT HOLDER: skimmer. When appreciable drawdown is noticed or if it
becomes necessary to drain the pool, the manufacturer
HAWAIIAN FIBERGLASS POOLS, INC. must be contacted for instructions.
17031 MUSKRAT AVENUE 4.0 INSTALLATION
ADELANTO, CALIFORNIA 92301
(760)246-7665 The swimming pool shells must be permanently installed
www.hawalianfiberalasspools.com in-ground by trained contractors. All plumbing and
electrical installations must comply with the relevant codes
EVALUATION SUBJECT: in effect at the construction site at the time of construction.
Subject to the code official's approval, the pool shells
FIBERGLASS SWIMMING POOL SHELLS may be installed without a soil investigation by a registered
design professional, provided none of the following
ADDITIONAL LISTEE: conditions is encountered at the site:
ALOHA FIBERGLASS POOLS, LLC 1. The existence of groundwater within the excavation,
1505 NORTH 1-27 where the pool floor will contact the soil at the time of
PLAINVIEW,TEXAS 79072 installation.
(760)246-7665 2. The existence of uncompacted fill in contact with any
portion of the pool shell.
1.0 EVALUATION SCOPE 3. The existence of any expansive-type soils.
Compliance with the following codes: 4. The existence of any soil types with an angle of repose
■ 2012,2009 and 2006 International Building Code®(IBC) that will not support the walls of the excavation at
■ 2012,2009 and 2006 International Residential Code desired slopes.
(IRC) 5. Danger to adjacent structures posed by the proposed
■ 1997 Uniform Building Codes ' (UBC) pool location.
Properties evaluated: If any of the above conditions are encountered,
■ Physical properties excavation must cease immediately. The specified
conditions at the site must then be reviewed, and
■ Durability recommendations made, by a registered design
2.0 USES professional. The code official must approve the registered
The Hawaiian fiberglass pool shells are permanently design professional's report before work is resumed.
installed in-ground and are intended for recreational use as Details specifically for installations in expansive, clay, or
swimming pools in residential applications with water adobe soils apply only when supported by the registered
circulated through a filter in a closed system.The pools are design professional's recommendations and approved by
classified as Type 0 in accordance with AN51/NSPI-5. the code official.
3.0 DESCRIPTION The pool excavation profile consists of removing the
existing soil from the proposed area with an over-
The fiberglass pool shells consist of one-piece fiberglass excavation of approximately 6 to 18 inches (152 to 457
construction shop-formed over a mold. The materials are mm) on all sides. The bottom of the excavation must
mat and woven roving fiberglass, hand laid over a mold coincide with the profile and contours of the pool floor. The
and bonded with vinylester and polyester resins. The over-excavation of the bottom must allow for a minimum
exposed surface is factory-coated with an isophthalic gel 4-to-6-inch (102 to 152 mm) layer of clean bedding sand
and barrier coat to a minimum 30-mil (0.76 mm) thickness. that coincides with the contours of the pool bottom. The
e he completed pool has a minimum cured thickness of sand layer at the pool bottom must be compacted using a
/1e inch(7.9 mm). manual tamper and water. The pool shell is lifted into the
The overall dimensions, depths and capacities are excavation and set on the prepared sand bed and must be
shown in Table 1. set level to within 11/2 inch (25.4 mm). The pool must be
ICC-ESEvahmoh n Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed
as an endorsement ofthe subject ofthe report or a recommendation for its use.There is no warrant,by ICC Evaluation Service,LLC,express or implied,as
to any finding or other matter in this report,or as to any product covered by the report
Copyright O 2015 Pace 1 of 5
ESR-1142 1 Most Widely Accepted and Trusted Page 2 of 5
filled with water simultaneously with the placing of clean drain the pool, contact the manufacturer for
sand, beginning at the deepest part of the pool where instructions.
water will collect first. The clean sand must be carefully 5.6 Slip resistance is outside the scope of this evaluation
placed with water to ensure that there are no voids under report. Reports of slip resistance tests that
the pool floor, and thoroughly compacted up beyond the demonstrate compliance with Section 8.1 of
radius of the walllfloor. Backfilling and compacting sand ANSI/NSPI-5 must be submitted for approval by the
must be continued upward, maintaining an approximate code official.
uniform height around the sides of the pool at all times.
The pool must be simultaneously filled with water as the 5.7 The pools are classified as Type 0 pools and
backfilling continues,with the water level not exceeding the therefore are not intended for use with diving boards
level of the sand layer being placed on the outside of the or other diving equipment.
pool shell. After the backfill is complete, a concrete bond 5.8 Pools located in flood hazard areas established in
beam must be poured under the pool edge, embedding at accordance with Table R301.2(1) of the IRC must
a minimum of the outside flange of the pool, as detailed in comply with Sections AG101.2 and AG103.3 of the
Figures 1 through 4. The concrete must have a minimum IRC.
compressive strength of 2,500 psi(17.2 MPa)at 28 days. 5.9 Suction outlets must be designed and installed in
5.0 CONDITIONS OF USE accordance with IBC Section 3109.5 and IRC Section
The pool shells described in this report comply with, or are AG106.1.
a suitable alternative to what is specified in, those codes 6.0 EVIDENCE SUBMITTED
listed in Section 1.0 of this report, subject to the following
conditions: Data in accordance with the ICC-ES Acceptance Criteria
5.1 The pool shells must be constructed and installed in for In-ground, Residential, Fiber-reinforced Plastic
accordance with this report, the applicable code, and Swimming Pools and Permanently Installed Plastic Spas
(AC274), dated December 2006.
the manufacturer's published installation instructions.
In the event of conflict between this report and the 7.0 IDENTIFICATION
manufacturer's published installation instructions, this The pool shells are identified by recessed lettering
report governs. displaying the manufacturer's abbreviated name (AHFP),
5.2 Electrical and plumbing installations must comply with model name, serial number, date of manufacture and the
the relevant codes in effect at the construction site at evaluation report number(ESR-1142).
the time of construction. A permanent label must be applied to the pool equipment
6.3 Clearances of the pools from slopes set forth in IBC stating the following:
Section 1805.3, IRC Section R403.1.7 or UBC Notice: The pool shells are designed to remain full of
Section 1805.3.3 must be observed. water at all times. The pool shell may be damaged if water
5.4 A barrier must be installed in accordance with IBC level is allowed to drop more than 3 inches below the pool
Section 3109, IRC Section AG105, or UBC Appendix skimmer. When appreciable drawdown is noticed or if it
Chapter 4, as applicable. becomes necessary to drain the pool, the manufacturer
5.5 The pool shells are designed to remain full of water at must be contacted for instructions.
all times.The shell may be damaged if the water level A pressure-sensitive label is applied adjacent to the
is allowed to drop more than 3 inches (76 mm) below above sign indicating the Hawaiian Fiberglass Pools, Inc.,
the bottom of the skimmer. When appreciable or Aloha Fiberglass Pools, LLC, name, address, and
drawdown is noticed or if it becomes necessary to telephone number.
TABLE 1-POOL DIMENSIONS AND CAPACITIES
MODEL LENGTH WIDTH MAX.DEPTH CAPACITY
(feet) (feet) (feet) (gallons)
0714 7.75 14.75 4 3,400
0818A 16 8.4 4.1 3.200
0818M 18 8 4 4,050
0820 20 8.5 5 6,375
0832 32 8.5 6 7000
0836 36 8 4 8,640
1118 18 11 4.5 4,500
1120A 20 11 5 4,700
1120B 20 11 4 6,600
1123 23 11 5.5 5,100
1125 25 11 4 6,100
1127A 27 11 5 9,467
11237R 27 11 5.5 6.000
1141 41 11 4 10,200
1221 21 12 4 7,560
1222 22 12 4 5,200
1224K 24 12 5.5 6,400
(Continued)
ESR-1142 I Most IMdely Accepted and Trusted Page 3 of 5
TABLE 1-POOL DIMENSIONS AND CAPACITIES(Continued)
MODEL LENGTH WIDTH MAK DEPTH CAPACITY
(feet) (feet) (feet) (gallons)
1226 26 12 5 9,360
1227A 27 12 5.5 8,100
1227B 27 12 5.5 10,935
1228A 28 12 5 10,710
1228K 28 12 6 7,000
1329 29 13 5.5 12,724
1333 33 13 6 15,283
1428 28 14 6 14,700
1430 30 14 5.5 9,200
1431 31 14 5 13,834
1432A 32 14 6 15,960
1432E 32 14 8 19,320
1432C 32 14 6 10,200
1432D 32 14 8 19,320
1432E 32 14 5.5 10,300
1432F 32 14 5.5 15,120
1432G 32 14 8 19,320
1432H 32 14 5.8 14,280
1528A 28 15 6 10,700
1532 32 15 6 11,400
1533A 33 15 7 13,500
1533E 33 15 5 12,500
1533C 33 15 6 12,600
1534A 33 15 6.5 10,300
1534B 34 15 6 13,500
1534C 34 15 6.6 19,125
1537 37 15 8.5 23,934
1540 40 15 8 25,875
1632A 32 15 6.5 19,200
1632C 32 16 6 18,240
1632K 32 15 5 15,300
1632M 32 16 5 11,100
1634A 34 16 6.5 20,400
1634E 34 16 6.5 20,400
1634C 34 16 7 21,420
1634D 34 16 8 23,460
1634AV 34 16 5.5 12,800
1635 35 16 6 12,900
1638SP 38 16 6 13,500
1638A 38 16 7 23,900
1638E 38 16 7.5 25,080
1640 40 16 8 15,800
1641M 41 16 6.5 14,200
1641R 41 16 6.5 24,600
1642 42 16 8 17,900
1745a 45 17 5.5 25,819
1745E 45 17 9.5 37,294
For SI:1 inch=25.4 mm,1 foot=305 mm,1 gallon=3.785 L.
ESR71142 I Most Widely Accepted and Trusted Page 4 of 5
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FIGURE 2—EXPOSED LIP DECKING OPTION
ESR-1142 I Most Widely Accepted and Trusted Page 5 of 5
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FIGURE 4—RAISED BOND BEAM DECKING OPTION